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// CODE SNIPPET

R609.2.6 Precast Units Reinforcement

2014 FBC - Residential, 5th edition > 6 Wall Construction > R609 Grouted Masonry > R609.2 Bond Beams > R609.2.6 Precast Units Reinforcement
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Precast bond beams shall properly receive and retain all vertical wall reinforcement. Precast bond beams shall contain the minimum amount of continuous reinforcement set forth in Sections R609.2.2 and R609.6 as applicable and shall be reinforced at joints o act as drag struts and diaphragm chords.

Related Code Sections


R609.2.6 Wall Construction, Precast Units Reinforcement
Precast bond beams shall properly receive and retain all vertical wall reinforcement. Precast bond beams shall contain the minimum amount ...
2014 FBC - Residential, 5th edition > 6 Wall Construction > R609 Grouted Masonry > R609.2 Bond Beams > R609.2.6 Precast Units Reinforcement
R402.3 Foundations, Precast Concrete
minimum yield strength of reinforcing steel shall be 40,000 psi (Grade 40) (276 MPa). Steel reinforcement for precast concrete foundation walls shall ...
2017 FBC - Residential, 6th edition > 4 Foundations > R402 Materials > R402.3 Precast Concrete
R402.3 Foundations, Precast Concrete
minimum yield strength of reinforcing steel shall be 40,000 psi (Grade 40) (276 MPa). Steel reinforcement for precast concrete foundation walls shall ...
2020 FBC - Residential, 7th edition > 4 Foundations > R402 Materials > R402.3 Precast Concrete
R402.3 Foundations, Precast Concrete
706 or A 996. The minimum yield strength of reinforcing steel shall be 40,000 psi (Grade 40) (276 MPa). Steel reinforcement for precast concrete ...
2014 FBC - Residential, 5th edition > 4 Foundations > R402 Materials > R402.3 Precast Concrete
1810.3.8.1 Soils and Foundations, Reinforcement
Longitudinal steel shall be arranged in a symmetrical pattern and be laterally tied with steel ties or wire spiral spaced center to center as follows ...
2017 FBC - Building, 6th edition > 18 Soils and Foundations > 1810 Deep Foundations > 1810.3 Design and Detailing > 1810.3.8 Precast Concrete Piles > 1810.3.8.1 Reinforcement
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